2010
DOI: 10.1029/2009jb007013
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Influence of fault slip rate on shear‐induced permeability

Abstract: [1] We measured permeability in sandstone and granite sheared at slip rates from 10 −4 to 1.3 m/s under low-normal stress at confining pressures up to 120 MPa. As the slip rate increased, the permeability of Berea sandstone decreased by an order of magnitude, whereas that of Indian sandstone and Aji granite increased by 3 orders of magnitude at high slip rates. A fine-grained gouge layer of thickness developed during slip, and the wear rate was increased abruptly at high slip rates. Microcracks and mesoscale f… Show more

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Cited by 43 publications
(61 citation statements)
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“…These effects are well known from previous experimental studies (e.g., Chen et al, 2015;Cuss et al, 2011;Engelder & Scholz, 1981;Guo et al, 2013;Kranz et al, 1990;McKernan et al, 2017;Tanikawa et al, 2010;Zhang et al, 2013Zhang et al, , 2015Zimmerman & Bodvarsson, 1996). In experiments designed to investigate the effect of low amplitude fluid pressure oscillations of seismogenic origin on permeability of Berea sandstone, Elkhoury et al (2011) andCandela et al (2015) reported permeability enhancements by up to 50% following fluid pressure oscillations of 20 s period for 3 min.…”
Section: Influence Of Hydrostatic Pressure-comparing the Three Rock Tmentioning
confidence: 63%
“…These effects are well known from previous experimental studies (e.g., Chen et al, 2015;Cuss et al, 2011;Engelder & Scholz, 1981;Guo et al, 2013;Kranz et al, 1990;McKernan et al, 2017;Tanikawa et al, 2010;Zhang et al, 2013Zhang et al, , 2015Zimmerman & Bodvarsson, 1996). In experiments designed to investigate the effect of low amplitude fluid pressure oscillations of seismogenic origin on permeability of Berea sandstone, Elkhoury et al (2011) andCandela et al (2015) reported permeability enhancements by up to 50% following fluid pressure oscillations of 20 s period for 3 min.…”
Section: Influence Of Hydrostatic Pressure-comparing the Three Rock Tmentioning
confidence: 63%
“…However, transport properties will evolve by rapid shear deformation, which can drastically change the permeability of fault rocks (Tanikawa et al 2010). Tanikawa et al (2012) performed shear-induced permeability tests at a high-velocity condition on simulated fault gouge samples from core materials taken from the megathrust fault and the frontal thrust.…”
Section: Discussion and Summarymentioning
confidence: 99%
“…However, since the restraining effect strongly depends on the constitutive law of porosity evolution, this issue is still under debate. More experimental support, such as that provided by Tanikawa et al (2010), is necessary to clarify this problem. Lastly, the effect of offfault plastic yielding can restrain the dynamic-weakening effect (e.g., Andrews, 2005;Dunham et al, 2011).…”
Section: Effective But Moderate Tpmentioning
confidence: 99%